监控高程测量记录表168.xls

新新建建兰兰新新铁铁路路第第二二双双线线西西宁宁跨跨兰兰西西高高速速公公路路80+168+80m80+168+80m连连续续-钢钢桁桁组组合合桥桥梁梁段段前前端端点点标标高高测测量量记记录录表表 （注：B为边跨梁段，Z为中跨梁段）施工工况：梁段编号左侧里程(m)偏距（左-右+）测点标高(m)测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)小里程边跨B22B21B17B16B15B14B13B12B11B10B9B8B7B6B5B4B3B2B1B0DK187+852.452227.2672227.2740.00745#墩顶截面DK187+860.452227.2072227.2220.015中跨Z0DK187+868.452227.1472227.1760.029Z1Z2Z3Z4Z5Z6Z7Z8Z9Z10Z11Z12Z13Z14Z15Z16Z17Z18Z19Z20Z21Z20Z19Z18Z17Z16Z15Z14Z13Z12Z11Z10Z9Z8Z7Z6Z5Z4Z3DK188+012.452226.1300.0412226.0672226.0890.022Z2DK188+015.452226.1000.0392226.0452226.0610.016Z1DK188+017.950.0522226.026-0.052Z0DK188+020.452226.0362226.0072226.0360.02946#墩顶截面DK188+028.452225.9622225.9472225.9620.015大里程边跨B0DK188+036.452225.8942225.8872225.8940.007B1DK188+038.950.0252225.868-0.025B2DK188+041.452225.8680.0612225.8502225.807-0.043B3DK188+044.452225.8380.0402225.8272225.798-0.029B4B5B6B7B8B10B11B12B13B14B15B16B17B21B22温度：测量时间：中右侧里程(m)偏距（左-右+）测点标高(m)测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)里程(m)偏距（左-右+）测点标高(m)DK187+852.452227.2672227.2740.007DK187+852.45DK187+860.452227.2072227.2220.015DK187+860.45DK187+868.452227.1472227.1760.029DK187+868.45新新建建兰兰新新铁铁路路第第二二双双线线西西宁宁跨跨兰兰西西高高速速公公路路80+168+80m80+168+80m连连续续-钢钢桁桁组组合合桥桥梁梁段段前前端端点点标标高高测测量量记记录录表表DK188+012.452226.1220.0562226.0672226.066-0.001DK188+012.452226.128DK188+015.452226.0920.0152226.0452226.0770.032DK188+015.452226.099DK188+017.950.0032226.026-0.003DK188+017.95DK188+020.452226.0362226.0072226.0360.029DK188+020.452226.036DK188+028.452225.9622225.9472225.9620.015DK188+028.452225.962DK188+036.452225.8942225.8872225.8940.007DK188+036.452225.894DK188+038.950.0042225.868-0.004DK188+038.95DK188+041.452225.8600.0162225.8502225.844-0.006DK188+041.452225.865DK188+044.452225.8440.0322225.8272225.812-0.015DK188+044.452225.846测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)2227.2672227.2740.0072227.2072227.2220.0152227.1472227.1760.029新新建建兰兰新新铁铁路路第第二二双双线线西西宁宁跨跨兰兰西西高高速速公公路路80+168+80m80+168+80m连连续续-钢钢桁桁组组合合桥桥梁梁段段前前端端点点标标高高测测量量记记录录表表右侧0.0152226.0672226.1130.0460.0382226.0452226.0610.0160.0402226.026-0.0402226.0072226.0360.0292225.9472225.9620.0152225.8872225.8940.0070.0062225.868-0.0060.0262225.8502225.839-0.0110.0452225.8272225.801-0.026新新建建兰兰新新铁铁路路第第二二双双线线西西宁宁跨跨兰兰西西高高速速公公路路80+168+80m80+168+80m连连续续-钢钢桁桁组组合合桥桥梁梁段段前前端端点点标标高高测测量量记记录录表表 （注：B为边跨梁段，Z为中跨梁段）施工工况：梁段编号左侧里程(m)偏距（左-右+）测点标高(m)测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)小里程边跨B22B21B17B16B15B14B13B12B11B10B9B8B7B6B5B4B3B2B1B0DK187+852.452227.2742227.2970.02345#墩顶截面DK187+860.452227.2222227.2440.022中跨Z0DK187+868.452227.1762227.169-0.007Z1Z2Z3Z4Z5Z6Z7Z8Z9Z10Z11Z12Z13Z14Z15Z16Z17Z18Z19Z20Z21Z20Z19Z18Z17Z16Z15Z14Z13Z12Z11Z10Z9Z8Z7Z6Z5Z4Z3DK188+012.452226.1450.0412226.0672226.1040.037Z2DK188+015.452226.0960.0392226.0452226.0570.012Z1DK188+017.952226.0480.0522226.0262225.996-0.030Z0DK188+020.452226.0320.0002226.0072226.0320.02546#墩顶截面DK188+028.452225.9470.000大里程边跨B0DK188+036.452225.8470.0002225.8872225.847-0.040B1DK188+038.952225.9080.0252225.8682225.8830.015B2DK188+041.452225.9320.0612225.8502225.8710.021B3DK188+044.452225.8610.0402225.8272225.821-0.006B4B5B6B7B8B10B11B12B13B14B15B16B17B21B22温度：测量时间：中右侧里程(m)偏距（左-右+）测点标高(m)测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)里程(m)偏距（左-右+）测点标高(m)DK187+852.452227.2742227.2920.018DK187+852.45DK187+860.452227.2222227.2560.034DK187+860.45DK187+868.452227.1762227.1940.018DK187+868.45新新建建兰兰新新铁铁路路第第二二双双线线西西宁宁跨跨兰兰西西高高速速公公路路80+168+80m80+168+80m连连续续-钢钢桁桁组组合合桥桥梁梁段段前前端端点点标标高高测测量量记记录录表表DK188+012.452226.1600.0562226.0672226.1040.037DK188+012.452226.164DK188+015.452226.0860.0152226.0452226.0710.026DK188+015.452226.116DK188+017.952226.0430.0032226.0262226.0400.014DK188+017.952226.075DK188+020.452226.0750.0002226.0072226.0750.068DK188+020.452226.034DK188+028.452225.9470.000DK188+028.45DK188+036.452225.9260.0002225.8872225.9260.039DK188+036.452225.940DK188+038.952225.8930.0042225.8682225.8890.021DK188+038.952225.911DK188+041.452225.8880.0162225.8502225.8720.022DK188+041.452225.890DK188+044.452225.8660.0322225.8272225.8340.007DK188+044.452225.885测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)2227.2742227.2920.0182227.2222227.2710.0492227.1762227.1810.005新新建建兰兰新新铁铁路路第第二二双双线线西西宁宁跨跨兰兰西西高高速速公公路路80+168+80m80+168+80m连连续续-钢钢桁桁组组合合桥桥梁梁段段前前端端点点标标高高测测量量记记录录表表右侧0.0152226.0672226.1490.0820.0382226.0452226.0780.0330.0402226.0262226.0350.0090.0002226.0072226.0340.0272225.9470.0000.0002225.8872225.9400.0530.0062225.8682225.9050.0370.0262225.8502225.8640.0140.0452225.8272225.8400.013新新建建兰兰新新铁铁路路第第二二双双线线西西宁宁跨跨兰兰西西高高速速公公路路80+168+80m80+168+80m连连续续-钢钢桁桁组组合合桥桥梁梁段段前前端端点点标标高高测测量量记记录录表表 （注：B为边跨梁段，Z为中跨梁段）施工工况：温度：20梁段编号左侧中里程(m)偏距（左-右+）测点标高(m)测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)里程(m)偏距（左-右+）测点标高(m)测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)小里程边跨B22B21B17B16B15B14B13B12B11B10B9B8B7B6B5B4B3B2B1B0DK187+852.452227.2742227.3000.026DK187+852.452227.2742227.2930.01945#墩顶截面DK187+860.452227.2222227.2450.023DK187+860.452227.2222227.2530.031中跨Z0DK187+868.452227.1762227.172-0.004DK187+868.452227.1762227.1970.021Z1Z2Z3Z4Z5Z6Z7Z8Z9Z10Z11Z12Z13Z14Z15Z16Z17Z18Z19Z20Z21Z20Z19Z18Z17Z16Z15Z14Z13Z12Z11Z10Z9Z8Z7Z6Z5Z4Z3DK188+012.452226.1420.0412226.0672226.1010.034DK188+012.452226.1610.0562226.0672226.1050.038Z2DK188+015.452226.0980.0392226.0452226.0590.014DK188+015.452226.0800.0152226.0452226.0650.020Z1DK188+017.952226.0510.0522226.0262225.999-0.027DK188+017.952226.0440.0032226.0262226.0410.015Z0DK188+020.452226.0330.0002226.0072226.0330.026DK188+020.452226.0770.0002226.0072226.0770.07046#墩顶截面DK188+028.452225.9470.000DK188+028.452225.9470.000大里程边跨B0DK188+036.452225.8480.0002225.8872225.848-0.039DK188+036.452225.9280.0002225.8872225.9280.041中跨B1DK188+038.952225.9100.0252225.8682225.8850.017DK188+038.952225.8920.0042225.8682225.8880.020B2DK188+041.452225.9380.0612225.8502225.8770.027DK188+041.452225.8900.0162225.8502225.8740.024B3DK188+044.452225.8580.0402225.8272225.818-0.009DK188+044.452225.8420.0322225.8272225.810-0.017B4B5B6B7B8B10B11B12B13B14B15B16B17B21B22大里程边跨测量时间：2012/7/29右侧里程(m)偏距（左-右+）测点标高(m)测点预埋高度(m)梁面设计高程(m)实测(m)实测-设计(m)DK187+852.452227.2742227.2950.021DK187+860.452227.2222227.2720.050DK187+868.452227.1762227.1830.007新新建建兰兰新新铁铁路路第第二二双双线线西西宁宁跨跨兰兰西西高高速速公公路路80+168+80m80+168+80m连连续续-钢钢桁桁组组合合桥桥梁梁段段前前端端点点标标高高测测量量记记录录表表DK188+012.452226.1640.0152226.0672226.1490.082DK188+015.452226.1190.0382226.0452226.0810.036DK188+017.952226.0780.0402226.0262226.0380.012DK188+020.452226.0360.0002226.0072226.0360.029DK188+028.452225.9470.000DK188+036.452225.9420.0002225.8872225.9420.055DK188+038.952225.9130.0062225.8682225.9070.039DK188+041.452225.8920.0262225.8502225.8660.016DK188+044.452225.8820.0452225.8272225.8370.010